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推导了在不同尺寸和边界约束条件下 ,水泥土长 (立 )方体试件抗压强度的理论计算公式 ,理论分析结论得到了实验结果的验证。
The theoretical formula for calculating the compressive strength of long (vertical) cube specimens under different size and boundary constraints is deduced. The theoretical analysis results are verified by the experimental results.